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Loading Process Simulation of GFRP Tube Filled with Steel-Reinforced High-strength Concrete Columns Subjected to Eccentric Compression

机译：钢骨高强混凝土柱GFRp管偏心受压加载过程模拟

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Le Zhou; A Hongtao Liu;
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1. Mechanical performance of glass fiber-reinforced polymer tubes filled with steel-reinforced high-strength concrete subjected to eccentric compression [J] . Zhou Le, Wang Lianguang, Zong Liang, Advances in Structural Engineering . 2017,第3期

机译：钢纤维高强度混凝土填充玻璃纤维增强聚合物管的偏心压缩力学性能
2. Eccentric compression behavior of concrete-encased-and-filled steel tube columns with high-strength circular steel tube [J] . Lee Ho-Jun, Park Hong-Gun, Choi In-Rak Thin-Walled Structures . 2019,第Nova期

机译：高强圆钢管混凝土包裹钢管柱的偏心受压性能
3. Behavior of FRP-confined high-strength concrete under eccentric compression: Tests on concrete-filled FRP tube columns [J] . Pour Ali Fallah, Gholampour Aliakbar, Zhen Junai, Composite Structures . 2019,第JULa期

机译：FRP约束高强度混凝土在偏心受压下的性能：FRP管填充混凝土柱的试验
4. Loading Process Simulation of GFRP Tube Filled with Steel-Reinforced High-strength Concrete Columns Subjected to Eccentric Compression [C] . Le ZHOU, Hongtao LIU International Conference on Green Building, Materials and Civil Engineering . 2011

机译：加载GFRP管填充钢筋高强度混凝土柱的GFRP管的处理仿真，经过偏心压缩
5. Behavior of high-strength concrete-filled circular steel tube beam-columns. [D] . Alfawakhiri, Farid. 1997

机译：高强度混凝土填充圆钢管梁柱的性能。
6. Prediction and Analysis of the Residual Capacity of Concrete-Filled Steel Tube Stub Columns under Axial Compression Subjected to Combined Freeze–Thaw Cycles and Acid Rain Corrosion [O] . Tong Zhang, Xuetao Lyu, Yang Yu 2019

机译：冻融循环与酸雨腐蚀共同作用下钢管混凝土短柱残余承载力的预测与分析
7. On the Stress-Strain of Steel Tube Column Filled with Steel-Reinforced Concrete Subject to Compression-Flexure Loading [O] . Xiao Liu, Min Li 2016

机译：钢 - 混凝土受压 - 弯曲荷载作用下钢管柱的应力 - 应变
8. Feasibility Study on Glass Fiber Reinforced Polymer (GFRP) Tubes Filled with Concrete for Pile/Column for Bridges Final Report. [R] . Iyer, S. L. 2001

机译：玻璃纤维增强聚合物（GFRp）填充混凝土桩/柱的可行性研究。

Loading Process Simulation of GFRP Tube Filled with Steel-Reinforced High-strength Concrete Columns Subjected to Eccentric Compression

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